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Keyword [wind vibration]
Result: 181 - 200 | Page: 10 of 10
181. Dynamic Responses Of Coupled Train, Automobile And Bridge System Under Strong Wind And Analysis Of Running Safety And Riding Comfort Of Vehicles
182. Comparative Study On Tim Delay Compensation Methods In Real Time Hybrid Test For Wind Induced Vibration Control Of Tall Building With TLD System
183. Typhoon-induced Wind Pressure And Wind Vibration Response On Large Terminal Roof Based On Mesoscale/Microscale Coupling
184. Aerodynamic And Wind-induced Effects Of Super-large Cooling Towers Coupled With Medium/small Scale Modes Under Typhoon
185. Research On Flow Field Driving Mechanism And Aerodynamic Model Of 10MW Wind Turbine Based On PIV Test
186. Wind-resistant Design Method For Large Billboard Structures Based On Wind Tunnel Test
187. Real-time Hybrid Test On Wind Vibration Control Of Tall Buildings Based On NI CompactRIO System
188. Numerical Algorithms Of Time History Analysis On Wind-induced Vibration Response Of Tall Building With FPS-TMD System
189. Study On TLCDI And MTLCDI Controlling Wind-induced Vibration Responses Of Linked Super High-rise Buildings
190. Dynamic Response Analysis Of Long-span Steel Grid Structure Under Wind Load
191. Vibration Analysis Of Shanghai World Financial Center Under The Influence Of Typhoon
192. Research On Wind Load And Wind-induced Vibration Response Of Tower Heliostat In Solar Field
193. Mechanical Behavior Of Flexible Photovoltaic Support With Elastic Wind Resistant Cable
194. Analysis Of Wind-induced Dynamic Effect Of Steel Corridor In The Air
195. Study On The Control Of Suspended Steel Inner Tube Chimney Under The Action Of Wind Vibration Nd Earthquake
196. Wind-induced Vibration Response Analysis Of Substation Downlead Structure Under Strong Wind Environment
197. Analysis On Wind-Induced Dynamic Failure Process Of Reinforced Concrete Cooling Tower
198. Response Analysis Of PC Frame-shear Wall High-rise Seismic Isolation Structure Under Wind And Earthquake
199. Study On Wind Vibration Responses And Coefficients Of Columns Of A Double-Column Suspension Tower
200. Study On Wind Resistance Performance And Wind Vibration Response Of Cantilever Scaffold
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